Shear wall structure of building steel bar formwork concrete

Abstract

The utility model relates to a shear wall structure of building reinforcing steel bar formwork concrete, which comprises a first wall body and a prefabricated member structure, a positioning groove is arranged on the first wall body, so that the position of the shear wall structure can be conveniently determined, a worker does not need to position through various instruments, the working efficiency is improved, and the construction cost is reduced. The shear wall prefabricated parts and the first wall body are conveniently assembled together through the I-shaped positioning parts, the multiple I-shaped positioning parts and the shear wall prefabricated parts are selected according to the length requirement of the shear wall structure, the operation is simple and convenient, time-consuming and labor-consuming pouring is not needed, the working efficiency and the working safety are improved, the multiple shear wall prefabricated parts are assembled, production and transportation are convenient, and the production cost is reduced. The end face of the shear wall prefabricated part at the tail end is conveniently plugged through the T-shaped plugging part, safety is improved, and the shear wall prefabricated part formed by combining the first mounting part, the second mounting part and the reinforced concrete part has the needed strength, is convenient to assemble and is good in practicability.

Description

Technical Field

[0001] This utility model relates to the field of shear wall technology, and in particular to a shear wall structure with reinforced concrete formwork. Background Technology

[0002] Shear walls, also known as wind-resistant walls, earthquake-resistant walls, or structural walls, are structures that use reinforced concrete wall panels to replace the beams and columns in a frame structure. They can bear the internal forces caused by various loads and effectively control the horizontal forces of the structure. This type of structure, which uses reinforced concrete wall panels to bear vertical and horizontal forces, is called a shear wall structure.

[0003] A search revealed a shear wall structure for reinforced concrete formwork, with publication number CN212478190U. This structure includes a shear wall with uniformly distributed vertical reinforcement bars in a ring within the wall. Stirrups are evenly installed vertically between the vertical reinforcement bars. A secondary reinforcement bar is located at the center of the shear wall. Support bars are installed at the corners of the stirrups corresponding to the secondary reinforcement bars, with one end of each support bar connected to a stirrup. The stirrups are T-shaped ring structures. Connecting bars are evenly installed on the support bars, with one end of each connecting bar connected to a stirrup. The connecting bars connect the support bars and stirrups, making each layer of stirrups integrated with the support bars. The secondary reinforcement bars provide overall support, ensuring the stirrups are stably supported within the vertical reinforcement bars. Since each layer of stirrups is a single unit, each layer of stirrups is stably connected with the vertical reinforcement bars. Therefore, the reinforced concrete structure provides stronger support within the shear wall, further improving the shear wall's fracture resistance and solving the problem of insufficient crack resistance in existing technologies.

[0004] The shear wall structure in the disclosed patent is a one-piece cast-in-place structure. Multiple factors need to be considered during construction to ensure its safety. Positioning during construction is inconvenient and requires the use of various instruments, making construction inconvenient. Utility Model Content

[0005] In response to the technical problems in existing patents regarding the construction of shear wall structures, which require consideration of multiple factors to ensure construction safety due to their integral casting, and the inconvenience of positioning during construction by using various instruments, this utility model provides a shear wall structure using reinforced concrete formwork.

[0006] The technical solution adopted in this utility model is: a shear wall structure made of reinforced concrete formwork, comprising:

[0007] The first wall has a positioning groove on one side;

[0008] The prefabricated structure includes an I-shaped positioning component installed in the positioning groove, a shear wall prefabricated component installed on one side of the I-shaped positioning component, and a T-shaped sealing component installed on one side of the shear wall prefabricated component.

[0009] Furthermore, the precast shear wall component includes a first mounting part, a reinforced concrete part mounted on one side of the first mounting part, and a second mounting part mounted on one side of the reinforced concrete part.

[0010] Furthermore, both the first mounting part and the second mounting part are provided with the positioning groove.

[0011] Furthermore, both ends of the I-shaped positioning member are engaged with the positioning groove.

[0012] Furthermore, the T-shaped sealing element mates with the positioning groove.

[0013] The beneficial effects of this utility model are:

[0014] By creating positioning grooves in the first wall, the position of the shear wall structure can be easily determined without the need for workers to use multiple instruments for positioning, thus improving work efficiency. I-shaped positioning parts facilitate the assembly of the precast shear wall components with the first wall. Multiple I-shaped positioning parts and precast shear wall components can be selected according to the length requirements of the shear wall structure, which is simple and convenient, eliminating the need for time-consuming and laborious pouring, thus improving work efficiency and safety. Assembling multiple precast shear wall components facilitates production and transportation, and also allows for quick adjustments according to length. T-shaped sealing parts facilitate the sealing of the end faces of the precast shear wall components at the ends, improving safety. The precast shear wall components composed of the first installation part, the second installation part, and the reinforced concrete part have both the required strength and are easy to assemble, making them highly practical. Attached Figure Description

[0015] Figure 1 This is a three-dimensional structural schematic diagram of the present invention;

[0016] Figure 2 This is a three-dimensional structural diagram of the disassembled part of this utility model;

[0017] Figure 3 This is a three-dimensional structural diagram of the prefabricated shear wall component in this utility model.

[0018] The diagram is marked as follows:

[0019] 1. First wall; 2. Positioning groove;

[0020] 3. Precast structure; 301. I-shaped positioning component; 302. Shear wall precast component; 303. T-shaped sealing component;

[0021] 4. First installation section; 5. Reinforced concrete section; 6. Second installation section. Detailed Implementation

[0022] In the description of this utility model, it should be noted that the terms "front", "up", "down", "left", "right", "vertical", "horizontal", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0023] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0024] The following is in conjunction with the appendix Figure 1-3 The present invention will be further described below.

[0025] To address the problems existing in the background art, this application proposes the following technical solution:

[0026] A shear wall structure with reinforced concrete formwork includes: a first wall 1 and a precast structure 3;

[0027] A positioning groove 2 is provided on one side of the first wall 1.

[0028] The precast structure 3 includes an I-shaped positioning component 301 installed in the positioning groove 2, a shear wall precast component 302 installed on one side of the I-shaped positioning component 301, and a T-shaped sealing component 303 installed on one side of the shear wall precast component 302.

[0029] Furthermore, the precast shear wall component 302 includes a first mounting part 4, a reinforced concrete part 5 mounted on one side of the first mounting part 4, and a second mounting part 6 mounted on one side of the reinforced concrete part 5.

[0030] Furthermore, both the first mounting part 4 and the second mounting part 6 are provided with positioning grooves 2.

[0031] Furthermore, both ends of the I-shaped positioning component 301 are engaged with the positioning groove 2, and the T-shaped sealing component 303 is engaged with the positioning groove 2.

[0032] Working principle: During use, the positioning groove 2 is opened on the first wall 1 to easily determine the position of the shear wall structure, eliminating the need for workers to use multiple instruments for positioning, thus improving work efficiency. The I-shaped positioning piece 301 facilitates the assembly of the shear wall prefabricated piece 302 with the first wall 1. Multiple I-shaped positioning pieces 301 and shear wall prefabricated pieces 302 can be selected according to the length requirements of the shear wall structure, which is simple and convenient, eliminating the need for time-consuming and laborious pouring, thus improving work efficiency and safety. The assembly of multiple shear wall prefabricated pieces 302 facilitates production and transportation, and also allows for quick adjustment according to length. The T-shaped sealing piece 303 facilitates the sealing of the end face of the shear wall prefabricated piece 302 at the end, improving safety. The shear wall prefabricated piece 302, which is composed of the first installation part 4, the second installation part 6, and the reinforced concrete part 5, has the required strength and is easy to assemble, making it highly practical.

[0033] All standard parts used in this utility model can be purchased from the market, and irregular parts can be customized according to the description and drawings. The specific connection methods of each part adopt conventional methods such as bolts, rivets, and welding that are mature in the prior art. The machinery, parts and equipment adopt conventional models in the prior art. In addition, the circuit connection adopts conventional connection methods in the prior art, which will not be described in detail here. The contents not described in detail in this specification belong to the prior art known to those skilled in the art.

[0034] Although embodiments of the present invention have been shown and described, the scope of the present invention will be defined by the appended claims and their equivalents for those skilled in the art.

Claims

1. A shear wall structure of building formwork concrete, characterized by, Include: First wall (1), one side of the first wall (1) is provided with a positioning groove (2); Prefabricated structure (3), the prefabricated structure (3) includes a I-shaped positioning piece (301) installed in the positioning groove (2), a shear wall prefabricated part (302) installed on one side of the I-shaped positioning piece (301), and a T-shaped blocking piece (303) installed on one side of the shear wall prefabricated part (302).

2. A reinforced concrete shear wall structure according to claim 1, wherein The shear wall prefabricated part (302) includes a first mounting portion (4), a reinforced concrete portion (5) installed on one side of the first mounting portion (4), and a second mounting portion (6) installed on one side of the reinforced concrete portion (5).

3. A reinforced concrete shear wall structure according to claim 2, wherein The first mounting portion (4) and the second mounting portion (6) are both provided with the positioning groove (2).

4. A reinforced concrete shear wall structure according to claim 3, wherein Both ends of the I-shaped positioning piece (301) cooperate with the positioning groove (2).

5. A reinforced concrete shear wall structure according to claim 4, wherein The T-shaped blocking piece (303) cooperates with the positioning groove (2).

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